Tenders Are Invited For Reconstruction Of Municipal And Internal Roads In The Łambinowice Commune In Jasieni ... in Poland

Work Detail

1. Order Scope: The Purpose Of The Project Is To Improve The Technical And Functional Parameters Of Roads As Well As Improving Pedestrian Safety. The Removal Was Divided Into 3 Parts. Part I - Reconstruction (Modernization) Of The Municipal Road 104702 O Within The Intersection With The Poviat Road 1559 O In Drogoszów. 1. Order Scope: The Task Planned For Implementation Is To Rebuild (Modernize) The Municipal Road 104702 O Within The Intersection With The Poviat Road In Drogoszów. The Total Reconstruction Area Is 968.60M2. The Investment Is Designed To Improve The Technical And Functional Parameters Of The Road And Improve Traffic Safety. Developing The Existing State Of Development Of The Terrain, The Study Is Located In The Nysa Poviat In The Commune Of Łambinowice In Drogoszów. The Municipal Road Has The Character Of A D (Access Road) Road Serving Service For Compact Housing, Construction Plots, And Agricultural Plots. The Road Is The Main Communication Route Of The Town. Dehydration Of The Intersection Is Carried Out. The Description Of The Designed State. Establishment Assumes The Introduction Of A Circular Traffic At The Intersection Of The Municipal Road With The District Road 1559 O Through The Implementation Of A Passable Central Island. A Intersection With A Central Island With A Diameter Of 4.0 M Was Designed. The Island Is Located The Central Point Of The Intersection. The Island Will Be Made Of Stone Cubes With Dimensions Of 9/11Cm, A Specialized Joint Grout For Natural Stone Surface. The Roundabout Roads Will Be Made Of Asphalt Concrete. Along With The Roundabout Roundabout, The Pavement And Downhill Will Also Be Subject To The Investment As Part Of The Investment, Existing Roadside Ditches And Existing Culverts, Which Remain Unchanged. Established Parameters Of The Roundabout Location: In Building Area, Road Category - Municipal, Poviat Size - Mini -Design Design Vp = 30 Km/H, Number Of Inlets - 3, External Diameter - 16.00 M, Diameter Of The Central Island - 4.00 M, Made Of Stone Cube 9/11Cm, Lane Of Lane At The Roundabout - <6.0 Mass Of Inlets And Outlets - <3.00 To 6.0M> Basic Technical Parameters - Statement 1. Municipal Road Class D2. Reconstruction Area 968.60M23. Road Width <6.0M4. Transvers Of The Roadway Min 0.5%5. The Width Of The Roadside From The Stone 0.75M6. Transvers Of The Roadside 6.0%7. Type Of Road Surface Asphalt Concrete8. Surface Dehydration9. Pavement Surface Concrete Cube10. Width Of The Pavement 2.00Monstructure Of The Road:-Abrasive Compound Of Asphalt Concrete Ac11s Gr. 4Cm-Tingling Of Asphalt Concrete Ac16 In Greek 6M-The Existing Structure Of The Surface Milling Of The Surface For About 10Cm-Existing Pudding Of The Island: Stone Ankle Mortar-Stabilization Of The Cement Rm 5 Mpa Thick 3-6Cm-Broken Stone Foundation 0-31.5Mm Thick To 15Cm. Construction Of The Guidance Island:-Gap From The Stone Ankle 15/17. 5 Mpa Thick 3-6Cm-Existing Foundation Made Of Stone, A Tamnegoconstruction Of The Pavement:-8Cm-Pods

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